Plan Review Notes
Plan Review Notes For Project Z22080023
Project Number Z22080023
Review Stop TRAFFIC
Sequence Number 2
Notes
Date Text
2022-12-13 12:02:50TRAFFIC COMMENTS
 1) PARTIALLY SATISFIED. GIVEN THE CHANGE IN LAND USE
 INTENSITY AND DRIVEWAY ACCESS POINTS, PROVIDE AN
 UPDATED COUNTY TPS LETTER, ONCE RECEIVED
 2) SATISFIED. A METHODOLOGY MEETING SHOULD BE SCHEDULED
 TO DISCUSS A REVISED TRAFFIC STUDY, AS THE LATEST ONE
 IS BASED ON OLD DATA COLLECTION, AS WELL AS PEDESTRIAN
 CROSSING STUDIES FOR ENHANCED MARKED CROSSWALK ACROSS
 DIXIE HWY AT BARCELONA RD AND CORDOVA RD
 3) PARTIALLY SATISFIED. DEPENDING ON THE OUTCOME OF THE
 TRAFFIC STUDIES AND PARKING REQUIREMENTS,
 TRANSPORTATION DEMAND MANAGEMENT (TDM) MEASURES, ROAD
 SAFETY IMPROVEMENTS AND CONTRIBUTION TO FUTURE TRANSIT
 OPERATIONS MAY BE NEGOTIATED. TO BE FURTHER DISCUSSED
 4) PLEASE INSERT FIGURE, TABLE AND PAGE NUMBERS/LETTERS
 FOR EASE OF REFERENCE
 5) PROVIDE THE LATEST SITE PLAN IN THE TRAFFIC STUDY,
 PROPERLY DATED
 6) SITE ACCESS AND ON-SITE CIRCULATION PARAGRAPH NEEDS
 BETTER ELABORATION OR CORRECTION, AS IT DOES NOT SEEM
 TO DEPICT LATEST SITE PLAN. PLEASE CLEARLY INDICATE THE
 DRIVEWAY TYPOLOGY (I.E. PUBLIC, SERVICE, ONE-WAY,
 FULL-ACCESS) IN THE TURNING MOVEMENT FIGURE
 7) VALET OPERATIONAL ANALYSIS NEEDS TO PROPERLY
 REFERENCE FIGURES (I.E. NUMBER/LETTER), AND LEGEND
 SHOWCASING AND DESCRIBING ALL USED COLORS (I.E. WHAT IS
 THE GREEN PATH?)
 8) PLEASE SHOWCASE VALET VEHICLES PATHS TO/FROM THE
 GARAGE SPACES
 9) PLEASE PROVIDE REALISTIC CALCULATIONS OF VALET
 DRIVING/WALKING TIMES TO/FROM THE STALLS/PODIUM
 10) CLEARLY MARK THE VALET PICK-UP AND DROP-OFF AREAS
  
 SITE COMMENTS
 11) PARTIALLY SATISFIED. PROVIDE A CLEAN TRANSPORTATION
 SPECIFIC SITE PLAN FOR THE GROUND FLOOR. SHOWCASING
 TRANSPORTATION RELATED FEATURES (E.G. ROADWAY WIDTHS,
 DRIVING AISLES, PARKING STALLS, SIDEWALK, CURB, GUTTER,
 DRIVEWAY, GATES, CROSSWALKS, VISIBILITY TRIANGLE,
 CORNER & DRIVEWAY SEPARATION DISTANCES, SLOPES, ETC.)
 PROPERLY LABELED AND DIMENSIONED. THE SITE PLAN SHOULD
 BE NAMED T-1.0. MISSING SEVERAL DIMENSIONS. THIS IS A
 TRANSPORTATION REVIEW: SIDEWALK WALKABLE AREA, TRAVEL
 LANES, DRIVEWAY AISLES, CURB-TO-CURB ROADWAY DIMENSIONS
 ARE ALL IMPORTANT AND MOSTLY MISSING, WHILE SETBACK
 DISTANCES ARE SEMI-USELESS
 12) NOT SATISFIED. IN THE T-1.0 SITE PLAN, PLEASE
 SHOWCASE BASIC CURB DETAILS (E.G. DRIVEWAY, CURB CUTS,
 PAVEMENT MARKINGS, PARKING STALLS, ETC.) ON THE
 OPPOSITE SIDE OF THE ROADS SURROUNDING THE PROPOSED
 DEVELOPMENT. MISSING CURB DETAILS FOR THE NORTH SIDE OF
 FLAMINGO DRIVE, WEST SIDE OF DIXIE HIGHWAY, SOUTH SIDE
 OF CORDOVA RD
 13) NOT SATISFIED. PROVIDE A SIGNAGE AND PAVEMENT
 MARKING PLAN. INCLUSIVE OF ALL FEATURES WITHIN THE
 PROPOSED DEVELOPMENT AND ALONG ALL ROADS FRONTING THE
 SITE. SUCH PLAN IS PART OF THE TRANSPORTATION REVIEW
 AND SHOULD BE NAMED ACCORDINGLY (E.G. T-1.1 OR T-2.0).
 TRAVEL LANE PAVEMENT MARKINGS ARE MISSING AS WELL AS
 CURB DETAILS ON THE OPPOSITE OF THE ROADS SURROUNDING
 THE PROPOSED DEVELOPMENT
 14) NOT SATISFIED. SHOWCASE ALL CORNER CLEARANCE AND
 DRIVEWAY SEPARATION DISTANCES. SPECIFY IF ANY MINIMUM
 DISTANCES ARE NOT MET. IN THAT CASE, VARIANCES MAY BE
 NEEDED FOR THE PROPOSED DRIVEWAYS AND ON-STREET PARKING
 STALLS. PER THE FDOT LETTER, PLEASE SHOWCASE THE
 50-FEET DISTANCE FROM THE ULTIMATE RIGHT-OF-WAY, AS
 WELL AS THE REQUESTED DRIVEWAY DISTANCES. ENGINEERING
 SERVICES WILL THEN ASSESS VARIANCES/WAIVERS
 REQUIREMENTS, IF ANY
 15) NOT SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR
 GARBAGE TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND
 OUT OF THE PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC
 ENVELOPES AND WHEEL PATHS CLEARLY DISTINCT AND DEFINED
 IN DIFFERENT COLORS. SITE PLAN(S) CONTAINING THE
 ANALYSIS ARE PART OF THE TRANSPORTATION REVIEW AND
 SHOULD BE NAMED ACCORDINGLY (E.G. T1.2, T-3.0). PLEASE
 ADDRESS THE COMMENT PROPERLY; REPEATING THEM: TWO
 DIFFERENT COLORS FOR VEHICLE WHEEL PATHS AND DYNAMIC
 ENVELOPE. SAMPLE AUTOTURN ANALYSIS CAN BE PROVIDED, IF
 REQUESTED, SO TO AVOID FURTHER MISUNDERSTANDINGS
 16) SATISFIED. PROVIDE ENGINEERING REFERENCE AND SPECS
 SHEETS FOR EACH OF THE PROPOSED TRANSPORTATION FEATURES
 (E.G. CURB, RAMP, GATE, SIGNAGE, PAVEMENT MARKING,
 SIGNAL, ETC.)
 17) PARTIALLY SATISFIED. PROVIDE A PARKING TABLE
 SHOWCASING THE NUMBER OF REQUIRED AND PROVIDED PARKING
 SPACES, INCLUSIVE OF ADA AND BICYCLE ONES. IN THE TABLE
 SPECIFY THE REQUIRED AND PROVIDED VAN ACCESSIBLE
 PARKING STALLS
 18) NOT SATISFIED. IN THE PAVEMENT, MARKING & SIGN
 PLAN, PROVIDE A TABLE SHOWCASING THE NUMBER OF EXISTING
 AND PROPOSED ON-STREET PARKING STALLS. PROVIDE THE
 NUMBER OF METERED STALLS THAT ARE BEING REMOVED OR
 RELOCATED, IF ANY. NO TABLE IS SHOWN IN T1.1
 19) PARTIALLY SATISFIED. ARE THERE ANY GATES PROPOSED?
 IF SO, CLEARLY SHOWCASE THE REQUIRED 20 FEET SETBACK
 DISTANCE FROM THE BACK OF THE SIDEWALK. THE DISTANCE
 FOR THE CORDOVA GATE IS MISSING IN SHEET A1.01, OTHER
 LOCATIONS ARE NOT CLEAR IF A GATE IS THERE OR NOT.
 PLEASE PROVIDE A LIST OF GATES AND THEIR LOCATION.
 20) NOT SATISFIED. ARE THERE ANY BUS STOPS BEING
 IMPACTED? IF SO, DEVELOPER SHALL COORDINATE WITH PALM
 TRAN REGARDING THE TRANSIT STOP RELOCATION AND PROVIDE
 A BUS SHELTER. MAINTENANCE OF THE BUS SHELTER SHALL BE
 DEVELOPERS??? RESPONSIBILITY. PLEASE PROVIDE AN
 ELABORATED RESPONSE, JUST AN ACKNOWLEDGEMENT IS
 INSUFFICIENT; IF MISSING, PLEASE PROVIDE A BUS SHELTER
 21) NOT SATISFIED. PER CITY CODE 94-111(Q)(2):
 ???NON-PARKING RAMPS SHALL NOT EXCEED 16 PERCENT. IF
 THE RAMP IS GREATER THAN 14 PERCENT, A BREAK-OVER
 TRANSITION SHALL BE REQUIRED. THE PREFERRED STANDARD IS
 10 PERCENT FOR NON-PARKING RAMP SLOPES???. PLEASE
 REVISE THE PLANS ACCORDINGLY. NO 16% RAMPS ARE ALLOWED,
 ARCHITECTURAL PLANS STILL SHOW SUCH VALUE. PLEASE
 REVISE, AND CLEARLY MARK/CALL-OUT THE BREAK-OVER
 TRANSITION AREAS.
 22) SATISFIED. PLEASE CLEARLY MARKED THE TURN-AROUND
 SPACE AT EACH DEAD-END OF THE GARAGES
 23) PARTIALLY SATISFIED. PLEASE CLEARLY MARK AND LABEL
 THE VALET PARKING SPACES. TANDEM SPACES ARE VALET ONLY,
 SEVERAL HAVE NOT BEEN MARKED AS SUCH, PLEASE REVISE
 24) SIDEWALK CROSSINGS MUST BE STRAIGHT/ALIGNED, NO
 DIAGONALS. PLEASE CORRECT THE CROSSWALKS BY FLAMINGO,
 CORDOVA AND BARCELONA DRIVEWAYS ACCORDINGLY
 25) SIGNS LEGEND MISSING IN T1.0
 26) THE SERVICE DRIVEWAYS AND DRIVE AISLE BETWEEN
 BARCELONA AND CORDOVA ARE NOT OPERATIONALLY PROPER.
 DRIVEWAYS NEED TO BE BOTH EITHER FULL-ACCESS OR ONE-WAY
 ONLY. HOW DO SERVICE VEHICLES TURN-AROUND IN SUCH TIGHT
 DRIVE AISLE OTHERWISE?
 27) PER CITY CODE SEC 94-111(C)(1): IN THOSE CASES
 WHERE THE SIDE OF ANY STALL IS ADJACENT TO A WALL,
 FENCE, BUILDING, OR OTHER PHYSICAL OBSTRUCTION, THE
 STALL WIDTHS SHALL BE INCREASED BY A MINIMUM OF ONE
 FOOT. WHERE THERE IS AN OBSTRUCTION ON BOTH SIDES OF
 THE STALL, THE STALL WIDTHS SHALL BE INCREASED BY A
 MINIMUM OF TWO FEET. PROVIDE DIMENSIONS FOR EVERY STALL
 NEARBY A WALL OR AN OBSTRUCTION
 28) GIVEN THE HISTORY OF RETAIL/RESTAURANT EMPLOYEES
 AND CUSTOMERS NEGATIVELY IMPACTING RESIDENTIAL
 ON-STREET PARKING ALONG THE S DIXIE CORRIDOR, PLEASE
 PROVIDE A PARKING MANAGEMENT PLAN
 29) PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE
 REFER TO CITY CODE SEC. 84-246 FOR DETAILS
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
  
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